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Lateral-torsional buckling of castellated beams | ||
| Iranian Journal of Science and Technology Transactions of Civil Engineering | ||
| شناسنامه علمی شماره، دوره 32، شماره 2، فروردین 2008، صفحه 153-156 اصل مقاله (151.9 K) | ||
| شناسه دیجیتال (DOI): 10.22099/ijstc.2008.718 | ||
| چکیده | ||
| In this paper, the bending behavior of unbraced CSB is investigated and some empirical equations are proposed to predict the bending coefficient of Cb. The acquired results are compared with some published papers in the technical literature, and by applying the proposed modification factor Cc on the relations of I-sections, a very good agreement is gained. | ||
| کلیدواژهها | ||
| Castellated beam؛ lateral-torsional buckling؛ bending coefficient؛ castellation factor | ||
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